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SEDCAD 4 for Windows <br /> !`nn.,rin h4 10°A 9n1n D-1� I Q,k--h <br /> 26 <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Roughness 0.0565 0.1610 <br /> Coefficient: <br /> Structure #9 <br /> Null Confluence Tr/b I <br /> Structure #8(V&Zetated Channel <br /> WFSP-2 to Station 40+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Bottom <br /> Left Right Retardance Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Cl Mult. x Velocity <br /> Width(ft) Ratio Ratio asses Depth (ft) %of Depth (VxD) (fps) <br /> 12.00 3.0:1 3.0:1 1.5 D, B 2.86 7.0 <br /> Vegetated Channel Results: <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 20.88 cfs 20.88 cfs <br /> Depth: 0.65 ft 3.51 ft 1.14 ft 4.00 ft <br /> Top Width: 15.89 ft 33.05 ft 18.84 ft 36.00 ft <br /> Velocity: 2.31 fps 1.19 fps <br /> X-Section Area: 9.05 sq ft 17.58 sq ft <br /> Hydraulic Radius: 0.562 ft 0.915 ft <br /> Froude Number: 0.54 0.22 <br /> Roughness 0.0539 0.1447 <br /> Coefficient: <br /> Structure #7(Ponds <br /> WFSP-2 Stockpond <br /> Pond Inputs: <br /> Initial Pool Elev: 91.00 ft <br /> Initial Pool: 0.06 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 0.00% <br /> *No sediment capacity defined <br /> Emergency Spillwax <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />